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TWINID_0898EA_06_REV0
DFN NAME : TWINID 0898EA 06 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID sta��ght� - � �i� _ - r _ : • t { - - 'N Col4ege fd 1�-`- • "dip ,� .t,,. • :I,, •i � � �, d,�. j ♦ � - �_ �Northstar Ave lA'hrc�Birch kvc`, IILlb _ _• ' �, c ' - � - £ �, t Ile �of Southar�ah��' 1 _, - - � z �-- l �, $„• _' '•� _ :r � r • � �.. Green�,ses G� r � ,s �1` rG1e ilu � _ 1 � � c• _ - � � ��'• � Norhvic_w Dr is 3r NODE DA FbYa A`VEi'.W''' � t„4- w � _ - •'`• � _ � P�,p y "nw!• • @ •� �' .- � �,� ,`•— �" •.!�� FaIlsAve-W- `- -- - - �• Falls�A�s --�^•y � �* ; �c�n� � . ,� z Falls A''' �" � Falls•=A~v'e1E ate. ' % � _'• v, � �1 Q �+ .. � � '�' - �� ���~�- . . - .• a �' <<a�ne Rye — - -_ }':. ' � � -• ,� >!y �, ' � «�. L 1 W'ilr,ore Y k r � •�+}t,-d�t��,A,3��q 2023 Microsoft Corporation©2023 Maxar©CNES(2023)Distribution Airbus DS©2023 TomTos TDS PERMIT LOCATION MAP � °iGr_"�"'Dig Line,Inc. 811 or 800-342-1585 r - — START PROJECT TWINID_0898EA_06 r� CO3 CO2 CO 42.58066750 / -114.48068452 TWIN FALLS,ID r MATERIAL DESCRIPTION QTY ACTUAL 9 1 1 4 �� P � � s i i C09 C07 co - -- �.T - _ _ C12 C131 - -v,. riLs0 .h•. dw T: (207) 591-6427 F: 772-3427 ;•,.� - info®tilsontech.coh.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION ALS PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C13 NEW UNDERGROUND 9,499' SHEETS: C01 -C13 EXISTING UNDERGOUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 9,499' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 1 .8 FILE NAME:TDS TWINID 0898EA 06 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_06 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . C01-C13 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 07/07/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 06 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 06 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898EA 06 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 07/07/23 TWINID 0898EA 06 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o7/07/23 INITIAL SUBMISSION AILS FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898EA 06 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/E U/E DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C______ DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —aL CIL DIRECTIONAL BORE CONDUIT —DH— —DB DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT TDB— —Im DB(2)1.25'I DIRECTIONAL BORE (2)1.25" TWINID 0898EA 06 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1 F DROP FIBER DB DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �ne� EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT FOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L— — F/L—O—F/L—F/L—O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL ggG 0 WATER VALVE(WV) C12 TERMINAL 0 0 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILSGAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) �D TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 06 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo••o••ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN N - SS SEWER SS STORM DRAIN N • E POWER LINE O / 0 _ < E] ELECTRIC HANDHOLE O ELECTRIC VAULT (u) -qELECTRIC METER m ELECTRIC CABINET Z4 U/E U/E LyJ _ (E) ELECTRIC MANHOLE 0 TRANSFORMER O R/W R/W U/E �� R/W U/E 1 . T LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE �', • �� _ . � TRAFFIC SIGNAL � GAS METER y_ © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT M/N — R/W W t ® COMM PEDESTAL `l91' WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE B 2+16 PLACE NEW L:106' A 1+10/B 1+10 L:110' A 0+00/B 0+00 PLACE NEW ® CATCH BASIN ��CULVERT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" DB(2)1.25" 22"OX21"AXS 500 HH AT 042.58067331,-114.48148560 042.58066750,-114.48068452 Nurthctar Ave ACCESS POINT ID:5000-013-1 �+ T ACCESS POINT ID:#5000-013 GR/GB:Y/ISO:N GR/GB:Y/ISO:N 5'UTILITY EASEMENT L:133' S'UTILITY EASEMENT u TWIN FALLS COUNTY DB(1)1.25" TWIN FALLS COUNTY (V DOC#:772514 DOC#:772514 — p r U � o a 15'UTILITY EASEMENT 10'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY COluc I wI DOC#:772514772514 u _ A 2+43/C 0+21 L:62' L:199' L:21' DB(1)1.00" L:101' co (f� DB(1)1.00" DB(1)1.00" DB(1)1.00" DB(1)1.25" Cll O F C 1+29 z I L:99' C 1+46 I R C13 DB(1)1.00" DB(1)1.25" 10'UTILITY EASEMENT pa u TWIN FALLS COUNTY t DOC#:772514 L 5'UTILITY EASEMENT 5'UTILITY EASEMENT Q T /E TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:772514 DOC#:772514 PREPARED FOR: A 4+63 PLACE NEW 7.5'UTILITY EASEMENT A 2+64/C 0+00 PLACE NEW C 0+83 PLACE NEW C 1+84 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 22'OX21"AXS 500 HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.58020472,-1 14.48178367 DOC#:709649 042.58030690,-1 14.481 17329 042.58030522,-1 14.48086460 042.58025563,-1 14.48055628 ACCESS POINT ID:5000-015 ACCESS POINT ID:#5000-014 ACCESS POINT ID:5000-014-1 ACCESS POINT ID:5000-014-1.1 GR/GB:N/ISO:N L GR/GB:Y/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:N � ETILSON T:(207(591-6427 F:(207)772-3427 info@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS — R/W W /W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN z _ i SS SEWER SD STORM DRAIN F E POWER LINE fn S Zl E] ELECTRIC HANDHOLE O ELECTRIC VAULT U/E R/W U/E J � R U/E U/F U/ R ELECTRIC METER m ELECTRIC CABINS /W Q /W I R/W /W ® ELECTRIC MANHOLE LIGHT POLE J TRANSFORMER O SEWER MANHOLE © GAS MANHOLE Ridgeway Dr SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER — / —W R W � © COMM MANHOLE ® WATER VALVE /E 3/n M/a M/a M/a © COMM HANDHOLE HYDRANT D 10+12 PLACE NEW \ n ® COMM PEDESTAL l91 WATER METER 14"OX24"AXS 400 LT DUTY HH AT' X m O DRAINAGE MANHOLE l L>UTILITY POLE 042.58032014,-1 14.48433400 ACCESS POINT ID:5000-017-6 [[D CATCH BASIN �<CULVERT _ GR/GB:Y/ISO:N �Nurthcrar Ave 'T c c D 9+27 PLACE NEW c D 2+77 PLACE NEW rT m D 0+87 PLACE NEW S, m 14"OX24"AXS 400 LT DUTY HH AT I m 14"OX24"AXS 400 LT DUTY HH AT c 14"OX24"AXS 400 LT DUTY HH AT u 042.58044769,-114.48419254 042.58043669,-114.48318129 m 042.58045125,-114.48283457 � M ACCESS POINT ID:5000-017-5 ACCESS POINT ID:5000-017-2 ACCESS POINT ID:5000-017-1 — GR/GB:N/ISO:N I GR/GB:N/ISO:N GR/GB:N/ISO:N O ). UI I OPTITAP:10/90 _ ( OPTITAP:10/90 I OPTITAP:10/90 Coa 1 �rhh 2 CABLES I 15'UTILITY EASEMENT CO 5 L:q7 TWIN FALLS COUNTY ui DB(2)1.00" 2 CABLES DOC#:709761 W \ 2 CABLES w m L:45' L:93' L:200' w f�� A U C 7 COS 15'UTILITY EASEMENT I DB(1)I.00: DB(1)1.00" L'S2 = (n TWIN FALLS COUNTY Dg(1)1,25 DB(2)1.00" DOC#:709761 Cl l O L:35' O z D 5+80/D 9+74 DB(1)1.OU' p v L:184' 2 PIPES C13 L:47 L:100 D 2+32/D 3+22 D 0+35/D 1+3 L:100' DB11.00" O DB(1)1.00" r 15'UTILITY EASEMENT I � ( ) U ' TWIN FALLS COUNTY c U s DB(1)1.09, I rn DOC#:709761 15'UTILITY EASEMENT I — C m I L.300' TWIN FALLS COUNTY /E U/E CC G I-15'UTILITY EASEMENT r� DOC#:709761 r G TWIN FALLS COUNTY L:173' DOC#:709761 OPTITAP:10/90 p6(1)1.25" PREPARED FOR: I T A 7+46/D 0+00 PLACE NEW A 5+62 PLACE NEW 22"OX21"AXS 500 HH AT 114"OX24"AXS 400 LT DUTY HH AT 1 D 8+33 PLACE NEW I D 4+95 PLACE NEW 042.58021389,-114.48283474 042.58020812,-114.48215172 14"OX24"AXS 400 LT DUTY HH AT C 14"OX24"AXS 400 TIER 8 HH AT , ACCESS POINT ID:#5000-017 ACCESS POINT ID:5000-016 042.58019064,-114.48419649 042.57992174,-114.48329410 o GR/GB:Y/ISO:N GR/GB:N/IACCSO:N GR GESSN/OINT ID:5000-017-4 GR/GB I ACCESS POINT N ISO :01 N I w I T I L S O N \ I I 7.5'UTILITY EASEMENT OPTITAP:10/90 _ i TWIN FALLS COUNTY T:(207(591-6427 F:(207(772-3427 D 7+39 L:338' L:400' U 45' 709649 info@tilsontech.com DB(1)1.25" DB(1)1.00' REVISIONS 3/ D 4+65 A 8+49 pg(1)1.25" DATE DESCRIPTION INITIAL M/ U 07/07/23 INITIAL SUBMISSION AILSDB R R/W W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS CO2 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN 4 _ SS SEWER _ SD STORM DRAIN 3/n M/2! alw E POWER LINE /W R/ E] ELECTRIC HANDHOLE O ELECTRIC VAULT l /E U/E — ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE 0 TRANSFORMER LIGHT POLE LLLLJJJJ O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE � HYDRANT A 13+86 PLACE NEW 15'UTILITY EASEMENT I - E 1+44 PLACE NEW ^ TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT I ® COMM PEDESTAL l91 WATER METER 14"OX24"AXS 400 LT DUTY HH AT DOC#:709761 042.57943135,-1 14.48255668 O DRAINAGE MANHOLE 0 UTILITY POLE 042.57944373,-114.48413257 7.5'UTILITY EASEMENT ACCESS POINT ID:5000-020 15'UTILITY EASEMENT TWIN FALLS COUNTY ACCESS POINT ID:5000-018-1 ® CATCH BASIN CULVERT GR/GB:N/ISO:N A 13+g0 TWIN FALLS COUNTY GR/GB:Y/ISO:N 3 DOC#:709761 2 CABLES DOC#:709649 Nurthctar Ave ( L:83' 10+31 /E 0+71 OPTITAP:20/80 DB(1)1.00" A 11+59/F 0+57 DB(1)1.00" / 3 I A 10+94/E 0+ LA 08 DB(1)1.25" u 0 ts 3 U/E �U/Ec X0U I UDB(1)1.00" i A 12+42 PLACE NEW L;57• = A 11+02/E 0+00/F 0+00 PLACE NEW C 200' L:73' 14"OX24"AXS 400 LT DUTY HH AT DB 1 1 00' 22"OX21"AXS 500 HH AT DB 1 1 00" CO 5 r DB(1)1.25" O . ( ) w 042,57945006,-1 14,48360413 DB(1)1.25' 042.57944580,-1 14.48308646 Lu m w I ACCESS POINT ID:5000-019 ACCESS POINT ID:#5000-018 W GR/GB:N/ISO:N GR/GB:Y/ISO:N W �� A N C 7 COS #` L:200' (f� 10'UTILITY EASEMENT TWIN FALLS COUNTY DB(1)1.25" Cl l DOC#:559258 _ I--- OPTITAP:20/80 - - O R v \ I � C13 O PLACE NEW 10'UTILITY EASEMENT -� _ I I = g LU 14"GX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY U - r 042.57909717,-1 14.48414507 DOC#:559258 Q ACCESS POINT ID:5000-020-1 Q C GR/GB:N/ISO:N I C - PREPARED FOR: of L:300' ETILSON - T:(207(591-6427 F:(207)772-3427 I info@tilsontech.com REVISIONS DATE I DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS I CO3 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER •u••u••u••••• FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 13 GAS LINE W WATER MAIN M a — SS SEWER 3/n 3�� tIN 3�� a Se PSTORM OWERDRAIN • �\C LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE LLLJJJ� TRANSFORMER T� LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER F © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT 15'UTILITY EASEMENT ® COMM PEDESTAL WATER METER TWIN FALLS COUNTY I 15 UTILITY EASEMENT 709761 TWIN FALLS COUNTY O DRAINAGE MANHOLE C UTILITY POLE A 17+62/G 0+82 f 709761 ® CATCH BASIN >--<CULVERT A 19+28 L:183' L:82' L:64' L:156' 2 PIPES Nurthctar Ave DB(1)1.25" DB(2)1.00" DB(1)1.00" I DB(1)1.00" Pi U E u M 3 A 15+42 PLACE NEW U C X0 1 14"OX24"AXS 400 LT DUTY HH AT a A 18+44/G 0+00 PLACE NEW L:141' 042.57944995,-114.48471089 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" ACCESS POINT ID:5000-021 L CO 5 042.57945759,-114.48583337 15'UTILITY EASEMENT GR/GB:N/ISO:N r _ ACCESS POINT ID:5000-023 � .f - w f w GR/GB:Y/ISO:N I TWIN FALLS COUNTY A 16+98 PLAC DOC#:012123 E NEW = Ofs A /y C 7 C08 14"OX24"AXS 400 LT DUTY HH AT 042.57945400,-114.48529055 ACCESS POINT ID:5000-022 C11 GR/GB:N/ISO:N O z 5'UTILITY EASEMENT TWIN FALLS COUNTY - R C13 e. DOC#:012123 m = O F U A 20+27 PLACE NEW G 2+23 PLACE NEW L 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT Q \ 042.57918752,-1 14.48614931 042.57906938,-1 14.48553996 C :E ACCESS POINT ID:5000-023.1 ACCESS POINT ID:5000-023-1 G GR/GB:Y/ISO:N GR/GB:Y/ISO:N \ � .• -� PREPARED FOR: � I � I L200 ETILSON AlkI T:(207i fo@til27 F:ch.c 772-3427 info@filsonfech.com REVISIONS \ I DATE I DESCRIPTION INITIAL I — 07/07/23 INITIAL SUBMISSION AILS I iC. � SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C04 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE W WATER MAIN — IS SEWER —SD STORM DRAIN E POWER LINE F3+06 PLACE NEW E] ELECTRIC HANDHOLE ELECTRIC VAULT 14"GX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET m \ ID:B(11)1.00" 042.57876229,-1 14.48330393 I mACCESS POINT ID:5001-001 ® ELECTRIC MANHOLE 0 TRANSFORMER GR/GB:N/ISO:N LIGHT POLE 10'UTILITY EASEMENT I 10'UTILITY EASEMENT OS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY TWIN FALLS COUNTY L 226' ® SEWER VALVE ® GAS VALVE I DOC#:559258 DOC#:559258 TRAFFIC SIGNAL GAS METER PLACE NEW D ( )1.25" — © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT I — © COMM HANDHOLE HYDRANT 042.57844456,-1 14.48415099 ACCESS POINTID:5000-020-2 ( I ® COMM PEDESTAL WATER METER Q GR/GB:N/ISO:N C � DRAINAGE MANHOLE UTILITY POLE 1 - T CATCH BASIN >—<CULVERT f , OPTITAP:30/70 . Nurthctar Ave - I 4i \ C m I m 1 rl UCSI HEAD START/ I • - U CO3 X0 1 EARLY HEAD START °' �. co 5 w I F 5+32/H 0+00 PLACE NEW H 1+39 PLACE NEW w 14"OX24"AXS 400 LT DUTY HH AT 14"GX24"AXS 400 TIER 8 HH AT w 042.57814246,-1 14.48330207 042.57810730,-1 14.48282760 w AI A 'N c 7 C08 K ACCESS POINT ID:5001-002 ACCESS POINT ID:#5001-002-1 = #` (n GR/GB:Y/ISO:N GR/GB:N/ISO:N (n Cll O L:10' L:129' L:302' O DB(2)1.25" DB(1)1.25" DB(1)1.25" R C13 e' r W F 5+42/H 0+10 = O R/W --� R/W— 91 M/a =— DB M/ DB /a Dom—M/a u - CQC CQC G G - PREPARED FOR: W— W -- W W W _ — W- DB DB W — � °a � M/ ETILSON - - -- - T:(207(591-6427 F:(207(772-3427 74& L: L:149' F 7+10 L:148' _ F 6+02 info@tilsontech.com DB(1)(l)1.25" DB(1)1.25" DB(1)1.25" REVISIONS DATE DESCRIPTION INITIAL F 8+39 PLACE NEW F 6+90 PLACE NEW — 07/07/23 INITIAL SUBMISSION ALS 14"GX24"AXS 400 TIER 8 HH AT 14"0X24"AXS 400 TIER 8 HH AT 042.57796406,-1 14.48418296 I 042.57795018,-1 14.48363286 =_ ACCESS POINT ID:#5001-004 ACCESS POINT ID:#5001-003 } GR/GB:N/ISO:N I GR/GB:N/ISO:N _ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C05 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE W WATER MAIN IS SEWER L:50' 5'UTILITY EASEMENT —so— STORM DRAIN E POWER LINE DB(1)1.00" I TWIN FALLS COUNTY - O DOC#:012123 ELECTRIC HANDHOLE V ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET OPTITAP:20/80 308 ® ELECTRIC MANHOLE L 1+54 PLACE NEW 15'UTILITY EASEMENT PLACE NEW LIGHT POLE TRANSFORMER L 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT • Q SEWER MANHOLE © GAS MANHOLE 042.57862589,-114.48616276 DOC#:012123 042.57869617,-114.48554609 ,r ACCESS POINT ID:5000-023-3.1 ACCESS POINT ID:5000-023-2 i ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N GR/GB:N/ISO:N TRAFFIC SIGNAL (�' GAS METER L 1+13 © COMM MANHOLE ® WATER VALVE —3/n_ L:200' © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL `l91' WATER METER 1 m i) O DRAINAGE MANHOLE 0 UTILITY POLE L:154' ® CATCH BASIN �<CULVERT DB(1)1.25" Nurthctar Ave OPTITAP:30/70 � � � L 0+00 PLACE NEW — u 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:5000-023-3 I CSI HEAD START/ C:) 1 � GR/GB:Y/ISO:N I EARLY HEAD START U CO3 X° 1 O CO 5 LLJ I I I r 40"No W co Fi� A ,N c a 114 cl 1 -� 0\ - - I O R v M/b R/W _ C13 --_ R/W _ R/W— = a 1 � V CQC G — W W _ W W W ® W W PREPARED FOR: a i! z DB -� - -I�R/W- - ---- OTILS13N U/E F 13+75 L:22' .i T:(207i fo@til27 F:ch.c 772-3427 F 13+93 info@tilsontech.com L:219' DB(1)1.25" REVISIONS j` u DATE DESCRIPTION INITIAL fI I F 12+77 PLACE NEW F 10+58 PLACE NEW 07/07/23 INITIAL SUBMISSION AILS � 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT L:308' 042.57797423,-1 14.48581 134 042,57797004,-1 14,48499797 DB(1)1.25" ACCESS POINT ID:#5001-006 I I ACCESS POINT ID:#5001-005 GR/GB:Y/ISO:N GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C06 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB-DB- PROPOSED DIRECTIONAL BORE -DB-DB- FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN - ( E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET - ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE _ O$ SEWER MANHOLE © GAS MANHOLE F 15+07 - ® SEWER VALVE ® GAS VALVE F 15+19 TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE :0 C� 7 L:37' © COMM HANDHOLE HYDRANT DB(1)1.00" ® COMM PEDESTAL `l91' WATER METER : O DRAINAGE MANHOLE C-0)UTILITY POLE CATCH BASIN >--<CULVERT Nurthcrar Ave F 18+91 /J 0+00 PLACE NEW J 1+64 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT F 15+85 PLACE NEW 042.57716022,-114.48541545 042.57715441,-114.48480525 u 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#5001-008 ACCESS POINT ID:#5001-008.1 I A 042.57740021,-1 14.48624228 GR/GB:Y/ISO:N GR/GB:N/ISO:N 0 — Ti ACCESS POINT ID:#5001-007 O GR/GB:N/ISO:N U CO3 306' F 18+86 L:200' L:164' OPTITAP:40/60 L:166 L CO 5 DB(1)1.25" DB(1)1.25" Iqllv DB(1)1.25" r Lu c� ° " w FG4P A N C 7 C08 m MAI = al M/b DB D V/ Cl l L:42' r R C13 DB(1)1.25" = O W __ L L t L:176' 3 1 - F 19+33/K 0+13 L.141' DB(1)1.25" PREPARED FOR: L:109' L. — DB(1)1.00" L:29' ' DB(1)1.25" DB(2)1.25" DB(1)1.25" DB(1)1.00" � E K 1+22 PLACE NEW F 19+47/K 0+00 PLACE NEW F 20+88 PLACE NEW T I L S O N m� 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.5770461 81-1 1 4.48581958 042.57704280,-114.48536738 042.57703872,-1 14.48484293 ACCESS POINT ID:#5001-009.1 ACCESS POINT D:#5001-009 ACCESS POINT ID:#5001-010 T:(207(591-6427 F:(207(772-3427 GR/GB:Y/ISO:N GR/GB:Y/ISO:N GR/GB:N/ISO:N info@tilsontech.com t REVISIONS \ . I DATE I DESCRIPTION INITIAL L w 07/07/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C07 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT `i ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE L O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE ^ HYDRANT - ® COMM PEDESTAL V WATER METER }. O DRAINAGE MANHOLE 0 UTILITY POLE • ® CATCH BASIN >--<CULVERT Nurehcrar Ave J 3+30 PLACE NEW 225 14"OX24"AXS 400 TIER 8 HH AT LA 042.57715067,-1 14.48419141 - 0 ACCESS POINT ID:#5001-008.2 4 way Or U GR/GB:Y/ISO:N d Coa Ir y0 f CO 5 1 i yy` w M/21 LV A Av N c 7 C08 of MAI— M/a — cn O 7 Q C13 � r _ o w PREPARED FOR: I L:280' F 24+12 DB(1)1.25" W w I I W F 22400 PLACE NEW 5'UTILITY EASEMENT I T I L S O N 14"OJX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY I 042.57703280,-1 14.48418976 DOC#:005265 I ACCESS POINT ID:#5001-011 GR/GB:N/ISO:N T:(207i fo@til27 F:ch.c 772-3427 info@tilsontech.com F 25+44 PLACE NEW REVISIONS 14"OX24"AXS 400 TIER 8 HH AT F 25+35 DATE DESCRIPTION INITIAL 042.57666878,-114.48366408 ACCESS POINT ID:#5001-012 07/07/23 INITIAL SUBMISSION AILS GR/GB:N/ISO:N L:a1a' SCALE DB(1)1.25" SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C08 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE W WATER MAIN - SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 7 ® ELECTRIC MANHOLE TRANSFORMER - - i LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER 3 • � © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 70n ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN �<CULVERT • •• Nurthcrar Ave F 27 O 4way Or U D — DB M/N M/N -- M/N M/21 coa �a 0 1 W W CO 5 w e.• - LV ••� �••• FG4P A NC7 C08 R/W R/W —R/W el — 7 R/W w R/W 7 I r 1 C11 � I C13 vi 40 � s PREPARED FOR: ' OTILS13N T:(207(591-6427 F:(207(772-3427 3 info@tilsontech.com REVISIONS DATE I DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION ALS III � SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C09 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN IS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT � I ELECTRIC METER m ELECTRIC CABINET —� ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE J O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE » TRAFFIC SIGNAL GAS METER _ I © COMM MANHOLE ® WATER VALVE r i I F 33+26 PLACE NEW F 32+36 PLACE NEW F 29+62 PLACE NEW F 29+53 © COMM HANDHOLE HYDRANT 14"OJX24"AXS 400 TIER 8 HH AT 14"OSX24"AXS 400'IER 8 HH AT I 14"OX24"AXS 400 TIER 8 HH AT - _ 042.57624404,-1 14.48595298 042.57625182,-1 14.48562562 042.57623955,-1 14.48460723 ® COMM PEDESTAL Q WATER METER ACCESS POINT ID:#5001-015.1 ACCESS POINT ID:#5001-015 F 31+02 PLACE NEW ACCESS POINT ID:#5001-013 O DRAINAGE MANHOLE )UTILITY POLE GR/GB:Y/ISO:N GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N 042.57624628,-1 14.48512531 ® CATCH BASIN CULVERT ACCESS POINT ID:#5001-014 I � OPTITAP:TERMINATING OPTITAP:20/80 Nurthctaf Ave GR/GB:N/ISO:N 3y + y L:90' F 32+42 L:134' 140' L:31' DB(1)1.25" I DB(1)1.25" DB(1)1.25" DB(1)1.00" M/a L_ W :E21 M/ Da M,/a — U CO3 "yr0 Robbins I CO 5 i W R/W R/W- R/W R/W R W = COa FGPP A N C 7 a► clt p z r r U t p1 PREPARED FOR: ETILSON M T:(207)591-6427 F:(207)772-3427 info@tilsontech.com REVISIONS _ DATE I DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS Ir SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C10 OF C13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN _ SS SEWER —SD STORM DRAIN \ E POWER LINE --1�M E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE r O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE I TRAFFIC SIGNAL GAS METER E © COMM MANHOLE ® WATER VALVE 3 © COMM HANDHOLE HYDRANT I ® COMM PEDESTAL WATER METER _ O DRAINAGE MANHOLE C-0)UTILITY POLE CATCH BASIN >--<CULVERT Nurehcrar Ave Lf) U co s w H 5+04 PLACE NEW 14"OX24"AXS 400 LT DUTY H H AT w 042.57812088,-1 14.48147510 I A A JUC 7 C08 � ACCESS POINT ID:5001-002-2 (f GR/GB:N/ISO:N i Cll O H 3+87 H 4+41/5+67 L:63' vi H 3+72 R C13 � C5 U t M/ 1 a v ;n Q - - -� PREPARED FOR: W � w W W w - w w ETILSON Z T:(207(591-6427 F:(207)772-3427 m info@tilsontech.com H 6+40 L:101' "'DB(1)1.25" REVISIONS 7- O DATE DESCRIPTION INITIAL H 6+68 PLACE NEW ~ 07/07/23 INITIAL SUBMISSION AILS 14"OX24"AXS 400 TIER 8 HH AT Z_ 042.57792368,-1 14.48181357 = ACCESS POINT ID:#5001-002-2.1 V) GR/GB:Y/ISO:N Q / SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C11 OF C13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 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R/W _ _ =U/E 11/E/w E A © COMM MANHOLE ® WATER VALVE {{{ � © COMM HANDHOLE � HYDRANT \ I ® COMM PEDESTAL `l�l' WATER METER 0 DRAINAGE MANHOLE �)UTILITY POLE RI \ ; ® CATCH BASIN �<CULVERT Nurehcrar Ave �' ' r Vol • I I I N 15'UTILITY EASEMENT-I PLACE NEW PLACE NEW I O • TWIN FALLS COUNTY I 14'OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT J U C y�0 1 - DOC#:709761 042.58032848,-1 14.48530935 042.58032388,-1 14.48475205 a ACCESS POINT ID:5000-017-9 ACCESS POINT ID:5000-017-7 T GR/GB:N/ISO:N GR/GB:N/ISO:N CO 5 ui 3/n OPTITAP:10/90 OPTITAP:10/90 w C 7 COS 3 J 3/D U/E_ U E = FG4P A N el 3 U/E /n1 3/n A — — / cl t U/E U/E U/E O z _ OPTITAP:15/85 L:200' _ L:200' R C13 r PLACE NEW = C5 _ 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW U t � 042.58033269,-1 14.48585755 14"OX24"AXS 400 LT DUTY HH AT � s T^I ACCESS POINT ID:5000-017-10 042.58032506,-114.48489137 %a GR/GB:N/ISO:N ACCESS POINT ID:5000-017-8 I Q r l I I GR/GB:N/ISO:N PREPARED FOR: _ w - ETILSON T:(207)591-6427 F:(207)772-3427 1pinfo@tilsontech.com -- M a — M/a M/a 3/n REVISIONS M/ DATE I DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS w SCALE R" W — SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C13 OF C13 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 06 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r. •:.;-:::;.-.:_ ;;r.;?:: .;';': :. _ .� .�•::•:'y:. ::�:_i�':::.�.. '`:;•:;. ... yi.:r;.;�;.:;ti. EXISTING GRADE EXISTING GRADE fT s: :r:;:;, } ., `;s'':s''y'::• �I I—I I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r-I I la I I-1 I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMI1-111 11ElI III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 11=1 1I- -411=1 I M I I�11—I I I—I I I-1 11—I I I= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I I�11-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III-111=111�11—�I DETAIL 11-1 I; =III—III—I�II�I= CONDUIT AS SPECIFIED E/W CONDUIT TOR/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. 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INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 06 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898EA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦+ .00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"VIIINa AND IMCO°"°Mff DRAWN:A Du Toit Dramrgtlo n,EQEOF IS THE PQOPPaM of MdA AND M4A-AXS-400R-ASSY-TO9 I REVISIONS MAY!JOT ISE COPIED W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,A1.10 Tm Corf&m-tHtEOF MAr CHECKED: oramrg Trey 07/07/23 INITIAL SUBMISSION AILS P1OT SE MCLO'SED TO ANY THIPO M4A-AX3-400R-ASSY-TDS PAJmES WRHOV WRrr e4 COfJSBQ. DATE: 14/10/2020 i� MAJwOLEsaAFR�,► SCALE(A3): 1:6 2015/360106J07 EVEWTE FACTOQY PR84nES.PeDELSERG SCALE ROAD(R590j.KL1PRrVBt 1871 PO SOX 672 KUPRJV9R 1871 SIZE B SHEET: NTS AMVAAL.GAUTBIG SIZE D SHEET: NTS 0.-+27'1 9W 7023 0VQ PRODUCTS QVItO NETWORKS SHEET D02 OF D16 MAIL w4ofdvrwa-com FILE NAME:TDS TWINID 0898EA 06 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-1S85 TOP VIEW TWINID_0898EA_06 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -M ORA1 ;f els A1.4 7M COIPYR1v►a DRAWN: A Du To-if Dro"""v 110_ TNE?EOF 6 TIE PPOPI.Y OF LUA ANC M40k-AXS-40OR-ASSY REVISIONS 0 405.38 MAY 40T K COMM W"OILY OQ IN DATE DESCRIPTION INITIAL PART.AW THE CO#179$ WReOFMAY CHECKED: 07/07/23 INITIAL SUBMISSION ALS 110T bE Da CLOSED TO ANY 7"90 M4A-AXS-,OOR-ASSY PAJM=1 VT11ITTHO VVWT7V4 CO►.SENr. DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 3DIS/300106107 eve h"E FACTOR,Pea Am.MEIOQDERG SCALE ROAD la=:.[LIPQNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL:w4odweAa cc so FILE NAME:TDS TWINID 0898EA 06 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 06 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 2079. TILSON OYVENSIONSNNCf5 On a Mission T: (207)591-6427 F: (207)772-3427 -M MAyrgNM THE COPMGff D1a�10 gyp- tnfoOttlaontech.com R.99 � DRAWN: A Du Tod TF78?E0F 1S TFE irl OF neap At 40 M4A-AXS-SOOR-ASSY MAY t+07 BE WHOLLY OR a REVISIONS ��y �I J PAQT•At a)THE COW.@'�$THERfaf WY CHECKED: g rtift: DATE DESCRIPTION INITIAL t10-6E DISCLOSED TO ANY THWO I$ppR AXS CHAMBER REV001 07/07/23 INITIAL SUBMISSION AI LS Wrt»an WRr'TBJCaQ919. DATE: 12/08/2020 +rw+MOLsaAFR+cA SCALE(A3): 1:7 A SECTION A-A 2015/360106/07 R2.0 EVENTS FACTORY PR&v%15.HECCILIU 2G 21.89 ROAD 1R=1•KtuINvER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS NVDVAAL GA rDOG J -EL-y 71 903 7021 r OUR PRODUCTSSIZE D SHEET: NTS MokJL niotrman.com SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 06 . . Line,Inc. 811 or 800-342-1585 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL i�ifi j� --i`�L�i■ 11■1 I I ■■■ 11■I I I ®�■ [I . 11■� M oil I .1 1■I��■I -I�i�� 11 it■■�� S �11 1■I ■1 I■ r■II111■N1 ■► _ �� —B al Run 'J • low IIL ■EAI■■Iw■■L II riplftl � , ,► . . TOS SLAC BRACKETS OSO • , , �� jam% s i • , == �.- •� .� =� . � MEDIUM DUTY ICT ACCESS SHEET D050FD16 FILE NAME:TDS J DTWINI 1••• 1. CHARLES 101 - 811XT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET: NTS .. "Imf ��� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A 10 I H 0 I I - I I Q Q OWF REV. SHEET D06 OF D16 / If0 FI FI H!E THIS IS TIE CVIET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&LE .187 101 NOI I-I IUOUYP SNIIT I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,ulE.IETII-E�TEL TO TNFIE I•fE•ST'S FILE NAME:TDS TWINID 0898EA 06 CHARLES 104 - 1211X1 1 " PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 06 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE I -- - t HASP '�- - --� I I I I 22 , 0a I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL I 07/07/23 INITIAL SUBMISSION AILS I 2 I . 37 SCALE . 150 I SCALE SIZE B SHEET: NTS oeRwlHe ao., ISS E SIZE D SHEET: NTS B 1 0 4 H 0 1 1 - I I 0 0 0 w P RE v SHEET D07 OF D16 THIS Is TIE r"oFI+TY Sf tVNKEs I+o15T�lEa LTo r.w sHILL ccT e[ GcD FIIF sut aE�eOo,[E:. W+I10 CsC C L t+�DIN-EllMI s LTO E+T•L TO THEIR W Int�pfl, KALE 125 IOLIH0I I-I I'% -if` SHEET I _ I FILE NAME:TDS_TWINID_0898EA_06 TFSD-301 TYPICAL TRENCH DIG_ F* Dig Line, Inc. 2 14 TWINID_0898EA_06 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 Xli po SUBGRADE OR Jp°0 0 0 p 1 NATURAL GROUND 1 \ 010 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° 10 j p° PROPER SHORING 0 \ O OR LESS THAN 5' �p �\ LEGEND \3 ° C /\\, o /y O` 12 3° 6 Ol CUT BACK, 12" MINIMUM. O 0 / o SURFACE REPAIR WIDTH, 6' MINIMUM. O O EXISTING SURFACE. O w w =o \\ p 13 a /\/ ® EXISTING BASE. o < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. �\ W= U O° 15 w xQ �\ 0 0 00° © TRENCH BACKFlLL PER SECTION-306. oj Oo 0000° 0_0 Vp° 00 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND W w EACH //jam 6 STABILITY (PER SECTION-304). ZE d \ SIDE O °• \\ UNDISTURBED SOIL (TYP). �\ NOTE B /� /\ \/� 11 NEW PAVEMENT AND BASE. �\ 9 12 UPPER COMPACTION ZONE. LOWER COMPACTION ZONE. 10—// OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON OA TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFlLL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 07i07i23 INITIAL SUBMISSION APs 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 06 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 TWINID_0898EA_06 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING_ 0 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OS MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 07/07/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� TFSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 06 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 3- TWINID 0898EA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. 0 1 v W/2 W/2 3' 1 N TYPE 2 N.T.S. 0 IY W/2 W/2 3. 1 's;- -0..R Ck 0-- J.- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 07/07/23 INITIAL SUBMISSION AILS APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898EA 06 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECIION-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF 3/4" OUTSIDE VEHICLE TRAVEL AREA. Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. .. 8O COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T: (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION ALS ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898EA 06 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc' 811 or 800-342-1585 4 TWINID 0898EA 06 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA B 6 6 3 18' 24" �D SKID DETAIL LEGEND N.T.S. O SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. 1 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 07/07/23 INITIAL SUBMISSION AILS 2015 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR CONSTRPUBLIC UCTIONWORKS DETAILS N0 S D-3 0 7 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 06 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1GUM Dig Line, Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID 0898EA 06 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 126.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. .. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 07i07i23 INITIAL SUBMISSION ALS © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 06 TFSD-802 TYPICAL RURAL STREET SECTION ® DIG" : Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH I TWINID_0898EA_06 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND 0 �, TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. OF STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT mimlzs NiTAtSUBMISSION A s DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. O BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898EA 06 TFSD-803 TYPICAL PAVED ALLEY SECTION ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID FALLS, 06 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O� O O� O� ° QOO O�QOO O�QOO MINUS CRUSHED GRAVEL OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE 1 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 NOTES: InfoOtnsonleoh.00m OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS t�B ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 07/07/23 INITIAL SUBMISSION AILS @ MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FD16 FILE NAME:TDS TWINID 0898EA 06 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS. Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL-DE-SAC TO RANGE BETWEEN 1% AND 3% STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. L 5 0.v, STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [16.51 17.0 [20.0] DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION ALS TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 1 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898EA 06